Analysis and Evaluation of the Progressive Collapse of Cable Dome Structures Induced by Joint Damage

Author:

Chen Lian-Meng1,Huang Kai-Yu1,Liu Yi-Jie1,Li Ze-Bin1,Zeng Yi-Hong1,Li Wei1ORCID,Zhou Yi-Yi2,Dong Shi-Lin3

Affiliation:

1. College of Civil Engineering and Architecture, Wenzhou University, Wenzhou 325035, China

2. College of Civil Engineering and Architecture, Changzhou Institute of Technology, Changzhou 213002, China

3. Space Structures Research Center, Zhejiang University, Hangzhou 310027, China

Abstract

The current literature lacks an effective progressive collapse analysis of a cable dome structure induced by joint damage. In this study, a dynamic analysis was performed using actual construction cases, an ANSYS LS-DYNA analysis platform, and a fully dynamic equivalent load instantaneous removal method. First, the structure’s dynamic responses and collapse modes induced by different joints with different types of damage were explored. Subsequently, joint importance coefficients were proposed depending on the structure’s displacement before and after joint removal, and the relationships between the joint importance coefficients and the joint properties and collapse modes, respectively, were then identified. Finally, the relationship between the joint damage and the connected component damage was explored. The results revealed that different joints and identical joints with different types induced a variety of dynamic responses. However, the dynamic response induced by the discontinuous joint damage was more apparent than that induced by the continuous joint damage. When a continuous joint model was used, the damage on all joints did not result in the progressive or local progressive collapse of the structure. Thus, all these joints were considered as common joints. However, when a discontinuous joint model was used, the failure of the joints resulted in three distinct collapse modes, namely a progressive collapse, a local progressive collapse, and a nonprogressive collapse, corresponding to the key joints, the important joints, and the common joints, respectively. These three types of joints corresponded to different importance coefficients. When damage occurred in the discontinuous joints separately linked to the key components, the important components, and the common components, the joints resulted in the progressive collapse, local progressive collapse, and nonprogressive collapse, respectively, of the structure.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference20 articles.

1. The design and construction of two cable domes for the Korean Olympics Shells;Geiger;Membranes and Space Frame, Proceedings of pf IASS Symposium,1986

2. Levy, M.P. (1994). Spatial, Lattice and Tension Structures, ASCE.

3. Robustness of large-span timber roof structures–Structural aspects;Philipp;Eng. Struct.,2011

4. Progressive collapse of structures: Nomenclature and procedures;Starossek;Struct. Eng. Int.,2006

5. Local Broken Cable Analysis of Cable-Domed Structures;He;J. Vib. Shock.,2010

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3